~De~v~elo~p~m~ffi~to~f~aP~e~rc~ol~mi~ng~S~an~d~T~ra~p£~or~U~rb~~~D~r~ai~na~ge~~~~~~tt
APPENDIX II
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 1
Topic: Developing of Percolating Sand Trap l!NIVIRSITI Su~v· .oo~y by : AP. Dr. Nasi man & Dr. Malay
1lKNOLOCJ
'v~~· vU by : Leong Ban San
•jc(RON,c\.S
PARTICLE SIZE DISTRIBUTION TEST
Location: UTP Main gates Job Hef: Lab/sieve/1
Soil Description : sandy I No 1
uepm. 0.3 m
Test Method : BS 1377: Part 2: 1990 Date: 3 april2007
lnitail dry mass 1000
I
gPerceNtage retained, Cumulative
Sieve Size Mass retained, g percentage passing,
% %
2 '11m 235.9 23.59 76.41
1.18 mln 145.65 14.57 61.85
600 llm 165.6 16.56 45.29
425 llm , 79.52 7.95 37.33
300 llm 103.86 10.39 26.95
212 llm 94.55 9.46 17.49
150 jllm 79.7 7.97 9.52
63 llm 40.37 4.04 5.49
pan 54.74 5.47 0.00
Total 999.89
Loss 0.11
Percentage Loss, % 0.011
Comments:
Refer to BS1377: part 5: 1990. The percentage passing through sieve size 63 was below 10%.
So, the soils specimen was suitable to test with permeability constant head testing
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 1
I Topic: Developing of Percolating Sand Trap L.iGJVER\l.f! Supervised by: AP. Dr. Nasiman & Dr. Malay
ILK \01.0\.d
Prepared by : Leong Ban San I'ITRc)NAS
ARTICLE SIZE DISTRIBUTION TEST
Jcation : UTP New Academic Building Job Ref: Lab/sieve/13
oil Description : Loam Sample No 2
Depth: 0.3 m
est Method: BS 1377: Part 2: 1990 Date: August 2007
1itail dry mass 1000
I
gPercentage retained, Cumulative
Sieve Size Mass retained, g percentage passing,
% %
2 mm 56.12 5.61" 94.39
1.18 mm 18.38 1.84 92.55
600 11m 46.04 4.60 87.95
425 11m 60.98 6.10 81.85
300 11m 122.34 12.23 69.61
212 11m 163.94 16.39 53.22
150 11m 172.97 17.30 35.92
63 11m 204.61' 20.47 15.46
pan 154.39 15.44 5.63
otal 999.83
oss 0.17
ercentage Loss, % 0.017
..
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME IFIN\II.L YEAR PROJECT 1
Topic: Developing of Percolating Sand Trap UN
1\;
~)~~~;(jj Supervised by : AP. Dr. Nasiman & Dr. MalayPrepared by : Leong Ban San FE I RO i''
i\s
ARtiCLE SIZE DISTRIBUTION TEST
ocation : Seri Iskandar Job RE!f: Lab/sieve/12
oil Description : sandy silt Sample No 3
Deoth: 0.3 m
est fl!lethod : BS 1377: Part 2: 1990 Date: August 2007
1itail dry mass 1000
I
gPercentage retained, Cumulative
Sieve Size Mass retained, g percentage passing,
! %
%
.
2 mm 0
o.oo·
100.001.18 mm 0 0.00 100.00
600 f.lm 14.56 1.46 98.54
425 f.lm 44.25 4.43 94.12
300 f.lm 157.93 15.79 78.33
212 f.lm 233.9 23.39 54.94
150 f.lm 201.68 20.17 34.77
63 f.lm 172.36 17.24 17.53
pan 174.37 17.44 0.00
otal 999.05
oss i 0.95
.
.'ercentage Loss, % 0.095
UNIVERSITI TEKNOLOGI PETRONAS
!CIVIL ENGINEERING PROGRAMME . FINAL YEAR PROJECT 1
I Topic': Developing of Percolating Sand Trap UNiVFRSITI Supervised by : AP. Dr. Nasiman & Dr. Malay liKNOLOG!
FCfT:jj 0.L\ .~ Prepared by : Leong Ban San
c""
riCLE SIZE DISTRIBUTION TESTI! Pocket C - Parking Area Job Ref: Lab/sieve/2
Soil Description : Mixed sand u~" '"I" No 2 .
Depth: 0.3 m
Test Method : BS 1377: Part 2: 1990 'Date: ' 3rd april 2007
lnitail dry mass 1000 g
Percentage retained, Cumulative Sieve Size • Mass retained, g
%' percentage passing,
%
2 mm 275.14 27.51 72.49
- ·
1.18 mm 213.58 21.36 51.13
600 ).lm 208.33 20.83 30.30
425 ym 94.22 9.42 20.87
300 ).lm 106.96 10.70 10.18
212 ).lm 61.33 6.13 4.04
150 ).lm 2321 2.32 1.72
63 ym 11.29 1.13 0.59
pan 5.84 0.58 0.00
Total 999.9
Loss 0.1
.,,~~~ Loss, % 0.01
~
Comments:
Refer to BS1377: part 5: 1990. The percentage passing through sieve size 63 was below 10%.
So, the soils specimen was suitable to test with permeability constant head testing
UNJVERSITITEKNOLOGIPETRONAS CIVIL ENGINEERING PROGRAMME crOJAr YEAR PROJECT 1
Topic· Developing of Percolating SanE! Trap UNIVI.RSITi 1Supervrsea by: AP. Dr. Nasi man & Dr. Malay
H~~~~LOGJ . :<lN.\\ reparea by : Leong Ban San PERMEABILITY TEST
Location: UTP Main Gates Job Ref: Lab/permeability/2
!soil Description : uy ~.
-··
No 1""~" : 0.3 m
!Test Method :
Jes
1377: Parts: 199o Date: 24th april 2007"f I diameter 76 mm
1- 154
1;:,ample Length mm
1- "fl Area, A 4537.05 mm2
I
volume 698.71 cm3No of Test 1 2 .3 4 5 6
Measured Flow, Q lmL 200 200 200 200 200 200
!Time, t Is 35.25 . 35.98 36.44 35.28 35.94 36.45
Rate of Flow, q mlls 5.67 5.56 5.49 5.67 5.56 5.49
'-Ieight, h m 0.615 0.61 0.605 0.615 0.61 0.605
nyur d"~ Geadient, i 4.489 4.453 4.416 4.489 4.453 4.416
1 ~'"''dye: Hydraulic
,4.453
11 em perature, T (0C) T CC) 27 27 27 27 27 27
Rt: 0.85 0.85 0.85 0.85 0.85 0.85
;e:ru~lly, (v q/A) lcnits 0.13 0.12 0.12 0.12 0.12 0.12
~~ Velocity cm/s 0.12
Hydraulic Conductivity
cm/s 0.02
k = (v X Rt)/i
Comments:
From the result, the average velocity of trapped sand was 0.12 cm/s and the hydraulic conductivity was 0.02cm/s. Where its samiliar with coarse sand theory range 1.0cm/s- 0.01cm/s
UI'IV~~~IIITEKNOLOGIPETRONAS
CIVIL ENGINEERING PROGRAMME
!'INAL YEAR PROJECT 1 I Topic : Developing of Percolating Sand Trap UN!VLE-2.1II. Su~~· •o~Y by : AP. Dr. Nasi man & Dr. Malay
·riKNOLOGI
l'l.lrz();\:,'\; -, c~dl cu by : Leong Ban San ,Calculation
Location: UTP Main Gates Jqb Ref: Lab/permeability/2
Soil Description : Sandy No 1
0.3 m
IT est Method : BS 1377: Part 5: 1990 Date: 24th april 2007
'of Cubic
I Width of Model, a 381 mm
Length of Model, b
I 381 mm
Heigh of Model, d 381 mm
I Total Volume of Cubic, (ax b x d) 55306.34 cm3 ·
' of Trapezoid
.
I vvlv, ·~of Paramid (Heigh=46.36mm; Width=381mm; Length=381mm) 2242.98 em'
I vvlv, • of Paramid (Heigh=20.~6mrn; Width=177.8mm; Length=177.8mm) 220.82 em'
I Total Volume of Trapeziod 2022.16 em'
I Total Volume of Model 57328.50 em'
Quarter Total Volume of Model 14332.13 em'
Hydraulic Conductivity 0.04 cm/s
Diameter of Opening mm 127 . 101.6 76.2
I Area of Opening, A em' 126.69 I 81.08 45.61
Flow Rate, q cm3/s 5.07 3.24 1.82
I Time of Percolate, t s 2828.11 4418.93 7855.87
Hour 0.79 "1.23 2.18
Day ..
-
----·---~---~---- Comments:
From the calculation, all diameter of opening were suitable to use for percolate the retained water volume of 14332.12 em' within 5 da s.
UNIV~~~IIITEKNOLOGIPETRONAS
CIVIL ENGINEERING PROGRAMME I
~,.,.-, YEAR PROJECT 1'
Topic : Developing of Percolating Sand Trap
\'ti<l~{ RSI Tl Supt:l vi>t:u by : AP. Dr, Nasi man & Dr. Mala~
JOLOf'~
F·Jri<:JN\ "" 1 t:u by : Leong Ban San .
•.. • "'UTY TEST
UTP campus Job Ref: Lab/permeability/4
I Soil Description : Silty No 4
'"~" .: 0.3 m
I Test Method:
lBS
1377: Part 6: 1990 Date: 3rd May 20071~. I diameter 115 mm
I Length, I 105 mm
I sample Area, A I 10388.24 mm2
\/nl.,~o 1090.76 cm3
·I no Internal D.iameter 5.00 mm
Internal Area,
a
' 19.64 cm2I No ofT est 1 2 3
vvatt:l Level, h0 lcm. 55 50 45
vva<t:l Level, h, I em 50 45 40
ITime, t Is 196 202 212
Hydraulic Conductivity, k
lcm/s 0.000096 0.000103 0.000110
k
=
2.3(ai/At)log(h0/h1)IT" 11pt:1 CllUI "· T ("C) lr ("C) 27 27 27 27 27 27
Rt: 0.85 0.85 0.85 0.85 0.85 0.85
Average Hydraulic I
Conductivity cm/s 0.000103
k
=
2.3(ai/At)log(h,ih1)Comments:
From U1e result, the hydraulic conductivity was 1.03x1 o•'cm/s. Where its samiliar with sandy clay theory range 0.01cm/s- 0.00001cm/s.
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME F.INAL YEAR PROJECT t
!Topic: Developing of Percolating Sand Trap l'NIVLI()Ill Supervised by : AP. Dr. Nasiman & Dr. Malay '; EKNOI_.U(JI
P[TR.ON/\S Prepared by : Leong Ban San Calculation
Location: Foot Ball Field (V4&VS) jJob Ref: Lab/permeability/4
Soil Description : Silty Sample No 4
Depth: 0.3 m
jTest Method : BS 1377: PartS: 1990 Date: 3rd May 2007
'of Cubic I
Width of Model, a 381 mm
Length of Model, b 381 mm
Heigh of Model, d 381 mm
!Total Volume of Cubic, (ax b x d) 55306.34 em'
'of
Volume of Paramid (Heigh=46.36mm; Width=381mm; Length=381mm) 2242.98 em' Volume of Paramid (Heigh=20.96mm; Width=177.£mm; Length=117.8mm) 220.82 em'
Total Volume of Trapeziod 2022.16 cm3
Total Volume of Model 57328.50 . em'
Quarter Total Volume of Model 14332.13 em'
Hydraulic Conductivity ' 0.000103 cm/s
Diameter of Opening mm 127 101.6 76.2
jArea of Opening, A em' 126.69 81.08 45.61
Flow Rate, q cm'ls 0.01 0.01 0.00
Time of Percolate, t s 1098296.85 1716088.83 3050824.59
Hour 305.08 476.69 847.45
Day 12.71 19.86 35.31
Comments:
From the calculation, all diameter of opening were not suitable to use for percolate the retained water volume of 14332.12 cm3 within 5 days.
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2
Topic: Developing of Percolating Sand Trap U:\J IVL RSITI Supervised by : AP. Dr. Nasi man & Dr. Malay 'JIK\JOLOGi
I' I TRU:\.:1\; Prepared by : Leong Ban San 'ERMEABILITY TEST
.ocation : Seri Iskandar Job Ref: Lab/permeability/4
>oil Description : Unknown v •• 1 No 4
Depthc 0.3 m
est Method: BS 1377 : Part 6: 1990 Date: Aug 2007
>ample diameter 115 mm
>ample Length, I 105 mm
>ample Area, A 10388.24 mm'
lolume 1090.76 em'
>tandpipe Internal Diameter 5.00 mm
>tandpipe Internal Area, a 19.64 cm2
Jo ofT est 1 2 3
'\later Level, h0 em 80 80 80
'\later Level, h, em 50 50 50
'ime, t s 75 73 72
Hydraulic Conductivity, k I
k = 2.3(ai/At)log(h0/h1) cm/s 0.001242 0.001277 0.001294
·emperature, T (0C} T (OC) 27 27 27 27 27 27
Rt: 0.85 0.85' 0.85 0.85 0.85 0.85
Average Hydraulic
Conductivity lcm/s 0.001271
k = 2.3(ai/At)log(h0/h,)
~omments:
'rom the result, the hydraulic conductivity was 1.271x1 o·'cm/s. Where its samiliar with sandy clay heory range 0.01cm/s- 0.00001cm/s.
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 1
!Topic: Developing of Percolaiirig Sand Trap UN IVERSITI Supervised by : AP. Dr. Nasiman & Dr. Malay
:l ~· ~ ~ t\j~~~;~
Prepared by : Leong Ban San:alculation
.ocation: Seri Iskandar Job Ref: Lab/permeability/4
)oil Description : Silty Sample No 4
· Depm: 0.3m
-est Method: BS 1377: Part 6: 1990 Date:, 3rd May 2007
folume of Cubic
Nidth of Model, a 381 mm
.ength of Model, b 381 mm
~eigh of Model, d 381 mm
rotal Volume of Cubic, (ax b x d) 55306.34 cm3
folume of Tra11ezoid
/olume of Paramid (Heigh=46.36mm; Width=381mm; Length=381mm) 2242.98 cm3 /olume of Paramid (Heigh=20.96mm; Width=177.8mm; Length=177.8mm) 220.82 cm3
rotal Volume of Trapeziod 2022.16 cm3
.
rotal Volume of Model 57328.50 cm3
:;}uarter Total Volume of Model · 14332.13 em'
~ydraulic Conductivity 0.00127 cm/s
)iameter of Opening . mm 127 101.6 76.2
\rea of Ooening, A em' 126.69 81.08 45.61
=low Rate, q cm3/s 0.16 0.10 0:06
rime of Percolate, t s 89074.47 139178.86 247429.08
Hour 24.74 38.66 68.73
Day 1.03 1.61 2.86
~omments:
=rom the calculation, all diameter of opening were not suitable to use for percolate the retained wa.:.;:te-'-r -~
tolume of 14332.12 cm3 within 5 days.
UNIV~~~IIJTEKNOLOGIPETRONAS
CIVIL ENGINEERING PROGRAMME
!=INt. I YEAR PROJECT 1
Topic : Developing of Percolating Sand Trrp · UNIVERS!li Supen;bcu by: AP. Dr. Nasi man & Dr Malay
" " "·~····~··-~,-~,
x~~~~;~a~;~
, c~a' cu by : Leong Ban San'~".lTV TEST
Sand trap - Pocket C parking Job Ref: Lab/permeability/1
Soil DEscription : I Mix Sand No 2
0.3 m
Test Method :
Jss
1377: Part 5: 1990 Date: 10 april 2007diameter 76 mm
Length 150 mm
Area, A 4537 05 .mm2
1/nh 'm" 680.56 cm3
No of Test 1 2 3 I 4 5 6
·~u Flow, Q mL 200 200 200 200 200 200
Time, t s 25.17 26.28 27.26 25.42 26.13 27.43
Rate of Flow, q ml/s 7.95 7.61 7.34 7.87 7.65 7.29
'·~i,., "• h m 0.505 0.495 0.485 0.505 0.495 0.485
oyu• I Geadient, i 3.686 3.613 3.540 3.686 3.613 3.540
"v""'8" Hydraulic 3.613
'"'
1 " " ·~crature, T ('C) T ('C) 27 27 27 27 27 27
Rt: 0.85 0.85 0.85 0.85 0.85 0.85
i (v- q/A) cm/s 0.18 0.17 0.16 0.17 0.17 0.16
-~· Velocity cm/s 0.17
Hydraulic Conductivity
cm/s 1 0.04
k = (v X Rt)/i
Comments:
From the result, the average velocity of trapped sand was 0.17 cm/s and ihe hydraulic conductivity was 3CI was 0.04cm/s. Where its matched with coarse sand theo1y"range 1.0cm/s- 0.01cm/s
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME .,,., " YEAR PROJECT 1
Topic : Developing of Percolating Sa.nd Trap l!NIVERSITI Sup~•v••~u by: AP. Dr. Nasi man & Dr. Malay
IIKNOLCK;!
I' i T l~iiN~A \ •~f.'"'~u by: Leong Ban San
n: Sand trap - Pocket C parking Job Ref: Lab/permeability/1
I soil Description : 1 rappea Mix Sand No 2
~,. "r 0.'3 m
Test Method :
Iss
1377: Part 5 :.1990 Date: 1 0 april 2007.
Vol urn~> of Cuhi"
Width of Model, a 381 mm
Lengtr of Model, b 381 mm
Heigh of Model, d 381 I mm
I Total Volume of Cubic, (ax b x d) 55306.34 em'
u~o .. -~ of
"~• .. -~ of Paramid (Heigh 46.36mm; Width 381 mm; Length-381 mm) 2242.98 em'
\/nl• omo of Paramid (Heigh 20.96mm; Width 177.8mm; Length 177.8mm) 220.82 em'
Total Volume of Trapeziod 2022.16 em'
Total Volume of Model ' 57328.50 em'
Quarter Total Volume of Model 14332.13 em'
Hydraulic Conductivity 0.02 cm/s
~ ,
Diameter of Opening mm 127 101.6 76.2
!Area of Opening, A cm2 126.69 81.08 45.61
Flow Rate, q cm3/s 2.53 1.62 0.91
Time of Percolate, t s 5656.23 8837.86 15711.75
Hour 1.57 2.45 4.36
Day -
- -
Comments:
From the calculation, all diameter of opening were suitable to use fa~ percolate the retained water volume of 14332.12 em' within 5 days.
..
UNIVERSITI TECHNOLOGI PETRONAS.
CIVIL ENGINEERING PROGRAMME BANDAR SERI ISKANDAR
31750 TRONOH
PERAK DARUL RIDZUAAN
fiCLE SIZE DISTRIBUTION (HYDROMETER SEDIMENTION)
ation Job ref :
Borehole/Pit no
description ' Sample no :
Depth :
method BS 1377: Part: 1990:9.6 Date :
hod of preparation
IBRATION AND SAMPLE.DATA PRETREATMENT
rometer no. 1 Pretreated with
tiscus correction em 0.0005 Initial dry mass of sample m,
:ling in dirpersant !{,' 1.010 Dry mass after pretreatment m
bration equation Hr- _ _ - 'Rh Pretreatment loss rno-rn
mass of soil m 50 g
iccle density
easured/assurned* p, 2.65 g/m3
:osity of water at - 11 0.798mPa·s
--llH"
(."
mm
lOOp, lOOp,
K= xR, %
m(p, -1)
'DATA
' Time Elapsed Temperature Reading Rh' + Cm Effective Particle Rh -R,,'
Time depth diameter
tmin T'C Rh =Rh Hr rnrn Dmm =R,
30s 30s 30.4 1.023 137.68 0.06638 0.017
1m lm 1.020 0.04694 0.016
2m 1.016 0.03319 0.015
4m 1.013 0.02347 0.015
8m 1.008 0.01659 0.014
30m 1.004 0.00857 0.013
1hr 1.003 0.00606 0.012
2hr 1.003 0.00429 0.012
6hr 1.001 0.00247 0.012
24hr 1.000 0.00124 0.010
'
lete as appropriate Operator Checked
arks:
m
g g g
%
Percentage finer than D K%
5.457 5.136 4.815 4.815 4.494 4.173 3.852 3.852 3.852 3.210
Approved
UNIVERSITI TECHNO LOG I PETRONAS CIVIL ENGINEERING PROGRAMME BANDAR SERI ISKANDAR
31750 TRONOH
PERAK DARUL RIDZUAAN
TICLE SIZE DISTRIBUTION (HYDROMETER SEDIMENT! ON)
:ation Job ref :
Borehole/Pit no
I description Sample no
Depth :
~~·
t method BS 1377: Part: 1990:9.6 Date :
thad of preparation
.IBRA TION AND SAMPLE DATA PRETREATMENT
irometer no. 2 Pretreated with
niscus correction em 0.0005 Initial dry mass of sample m,
tding in dispersant R,,' 0.998 Dry mass after pretreatment m
ibration equation Hr-~~- ~~ Rh Pretreatment loss m0 - m
'mass of soil m 50 g
ticcle density
leasured/assumed* p, 2.65 g/m3
cosity of water at
---ni=i-
11 0.89lmPa·s~- n
ll 0.005531 (.
mm
lOOp,
K=
TDATA
:e Time Elapsed Temperature Reading Rh' + Cm Effective Particle R; -R,'
Time depth diameter
tmin T'C R; =Rh Hrmm Dmm =Ro
30s 30s 25 1.025 135.13 0.04778 0.027
1m 1m 1.020 0.03378 0.022
2m 1.017 0.02389 0.019
4m 1.013 0.01689 0.015
8m 1.013 0.01195 0.013
30m 1.0055 0.00617 0.0075 .
1hr 1.005 0.00436 0.007
2hr 1.005 0.00308 0.007
6hr 1.0015 0.00178 0.0035
24hr 1.001 0.00089 0.003
lelete as appropriate Operator Checked
marks:
m
.
g g g
%
Percentage finer than D K%
8.667 7.062 6.099 4.815 4.173 2.4075 2.247 2.247 1.124 0.963
Approved
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2
Topic : Developing of Percolating Sand Trap UNIVFRSITI Supervised by: AP. Dr. Nasiman & Dr. Malay
TtKNOLOGI 1~. .
f' tT flCJN AS . . . -,.,f!d/t:u by: Leong Ban San ERMEABILITY TEST
ocation: Seri Iskandar Job Ref: Field/percolation/1
oil Description : Loamy sand
est Method: Percolation Test
I
Date: Sept 2007ercolate Opening Diameter 5 inch
Cumulative Time Cumulative Time Volume (liter)
(hr) Remark
Volume (liter) 5 hr
21.75 21.75 2700 0.75 0.75
18.85 40.6 2574 0.72 1.47
18.85 59.45 2886 0.80 2.27
18.85 78.3 3159 0.88 3.14
18.85 97.15 3416.4 0.95 4.09
18.85 116 3673.8 1.02 5.11
ercolate Rate, Liter/hour - 19.863
UNiv~RSiliTEKNOLOGIPETRONAS
CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2 .
Topic: Developing of Percolating Sand Trap UNIVFRSITI ~lJf'"' vl>t:u by: AP. Dr. Nasi man & Dr. Malay
ITKNOLOCI
i>f'T RriNA~ Prepared by: Leong Ban San ERMEABILITY TEST
Jcation : Seri Iskandar Job Ref: Field/percolation/2
oil Description : Loamy sand
est Method: 'T I' n Test Date: Sept 2007
ercolate Opening Diameter 4 inch
Cumulative Volume Time
Volume (liter) Cumulative Time (hr) Remark
(liter) s hr
18.85 18.85 2574 0.72 0.72
18.85 37.7 2386 0.80 1.52
18.8S 56.55 3159 0.88 2.39
18.85 75.4 3400.8 0.94 3.34
18.85 94.25 3689.4 1.02 4.36
18.85 .113.1 3884.4 1.08 5.44
ercolate Rate, Liter /hour = 18.550
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2
Topic: Developing of Percolating Sand Trap UN IVER\ITI Supervised by: AP. Dr. Nasiman & Dr. Malay Ti:KNOLOGI
PFTRONAS Prepared by: Leong Ban San ERMEABILITY TEST
)Cation : Seri Iskandar I Job Ref: Field/percolation/3
oil Description : Loamy sand
ost Method: Percolation Test Date: Sept 2007
orcolate Opening Diameter 3 inch
Cumulative Volume Time
Volume (liter) Cumulative Time (hr) Remark
(liter) s hr·
18.85 18.85 2880 0.80 0.80
18.85 37.7 3198 0.89 1.69
18.85 56.55 3471 0.96 2.65
18.85 75.4 3712 1.03 3.68
18.85 94.25 4001 1.11 4.80
18.85 113.1 4196 1.17 5.96
ercolate Rate, Liter/hpur - 17.095
IUNIVc~~•IITEKNOLOGIPETRONAS
!CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2
T~pic :.Developing of Percolating Sand Trap lJ,\i!VJR\ITI !Supervised by: AP. Dr. Nasi man & Dr .. Malay
ll~l 1 ~;~
11
i
T · ... I A. Prepared by,: Leong Ban San ERMEABILITY TESTJcation : lipor-Lumut Expressway !Job Ref: Field/percolation/4 :>il Description : !Sandy
~st Method: Percolation Test Date: Aug 2007
~rcolate Opening Diameter 5 inch
Cumulative Time Cumulative Time Volume (liter)
·Volume (liter) Remark
..
5 hr (hr)20.3 20.3 630 0.18 0.18
20.3 40.6 720 0.20 0.38
20.3 60.9 792 0.22 0.60
20.3 81.2 873 0.24 0.84
20.3 101.5 936 0.26 1.10
20.3 121.8 981 0.27 1.37
20.3 142.1 1017 0.28 1.65
20.3 162.4 1053 0.29 1.95
20.3 182.7 1080 0.30 2.25
20.3 203 1098 0.31 2.55
·rcolate Rate, Liter/hour = 67.855
UN:~~~Q111TEKNOLOGIPETRONAS
,CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2
Topic : Developing of Percolating Sand Trap UNIVFRSITI -~ i<Prl by: AP. Dr. Nasiman & Dr. Malay
lli<NOLOGI
prfi\(JN/\S ·- ;., ,. '· Prepared by: Leong Ban San ERMEABILITY TEST
Jcation : Seri Iskandar Job. Ref: Field/percolation/5
oil Description : Loamy sand
:st Method: Percolation Test Date: Aug 2007
:rcolate Opening Diameter 4 inch
Cumulative Volume Time Volume (liter)
(liter) Cumulative Time (hr) Remark
s hr
20.3 20.3 741 0.21 0.21
20.3 40.6 819 0.23 0.43
20.3 60.9 881 0.24 0.68
20.3 81.2 952 0.26 0.94
20.3 101.5 1006 0.28 1.22
20.3 121.8 1045 0.29 1.51
20.3 142.1 1077 0.30 1.81
20.3 ·162.4 1107 0.31 2.12
20.3 182.7 1131 0.31 2.43
20.3 203 1155 0.32 2.75
!rcolate Rate, Liter/hour = 64.615
UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2
!Topic: Developing of Percolating Sand Trap liNIVERSITI ~u,-... ,,~u by: AP. Dr. Nasi man & Dr .. Malay l!KNOLOGI
i' Fr \zoT'>~ 11
s
Prepared by : Leong Ban San ERMEABILITY TESTJcation: peri Iskandar Job Ref: Field/percolation/6
oil Description : Loamy sand
~st Method : Percolatidn Test Date:. Aug 2007
~rcolate Opening Diameter 3 inch
Cumulative Volume Time Volume (liter)
(liter) Cumulative Time (hr) Remark
5 hr
20.3 20.3 897 0.25 0.25
20.3 40.6 975 0.27 0.52
20.3 60.9 1037 0.29 0.81 .
.
20.3 81.2 1108 0.31 1.12
20.3 '101.5 1162 0.32 1.44
20.3 121.8 1201 0.33 1.77
20.3 142.1 1233 0.34 2.11
20.3 162.4 1263 0.35 2.47
20.3 182.7 1287 0.36 2.82
20.3 203 1310 0.36 3.19
!reo late Rate, Liter /hour - 63.163
u.-•v~~~IIITEKNOLOGIPETRONAS
CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2
Topic: Developing of Percolating Sand Trap UNIVLR\ITI Superv1sea by: AP. Dr. Nasiman & Dr. Malay TiKNOLOGI
I' FT ltfl,\J.A
S
-reparea by: Leong Ban San.·
ERMEABILITY TEST
Jcation : UTP New Academic Building I Job Ref: Field/percolation/7 Jil Description : """uy Loam
~st Method: I. lr Test Date: Aug 2007
~rcolate Opening Diameter 5 inch
Cumulative Time Cumulative Time Volume (liter)
(hr) Remark
Volume (liter) 5 hr
13.05 13.05 2818 0.78 0.78
16.75 29.8 3477 0.97 '1.75
18.85 48.65 4524 1..26 3.01
18.85 67.5' 5148 1.43 4.44
18.85 86.35 5577 1.55 5.98
18.85 105.2 6084. 1.69 7.67
!reo late Rate, Liter /hour
=
12.111UNIVERSITI TEKNOLOGI PETRONAS CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2
Topic: Developing of Percolating Sa"nd Trap l':'.i 1\!f.F.SITI Supervised by: AP. Dr. Nasiman & Dr. Malay T!1k.NOLOGJ
I'
ET
I~()"' As Prepared by: Leong Ban San ERMEABILITY TEST)Cation : UTP New Academic Building I Job Ref: Field/percolation/8 oil Description :
I
Sandy Loam~st Method: Percolation Test Date: Aug 2007
~rcolate Opening Diameter 4 inch
Cumulative Volume Time Volume (liter)
(liter) Cumulative Time (hr) Remark
s hr
18.85 18.85 4091 1.14 1.14
18.85 37.7 4525 1.26 2.39
18.85 56.55 5Cl07 1.39 3.78
18.85 75.4 5445 1.51 5.30
18.85 94.25 5858 1.63 6.92
18.85 113.1 6404 1.78 8.70
!reo late Rate, Liter /hour
=
11.497UNIVERSITI TEKNOLOGI PETRONAS ,CIVIL ENGINEERING PROGRAMME
FINAL YEAR PROJECT 2
Topic: Developing of Percolating Sand Trap UNIVERSITI ~u~c• .,,,ed by: AP. Dr. Nasi man & Dr. Malay
~··I.K~g~~)X'r
I'
FIR.·.··· ,s
Prepared by: Leong Ban San ::RMEABILITY TEST>cation : UTP New Academic Building Job Ref: Field/percolation/9 Jil Description : Sc., ,dy Loam
!St Method: I.
.. Test Date: Aug 2007
I'
!rcolate Opening Diameter 3 inch
Cumulative Volume Time Volume (liter)
(liter) Cumulative Time (hr) Remark
,5 hr
18.85 18.85 4446 1.24 1.24
18.85 37.7 4851 1.35 2.58
18.85 56.55 5234 1.45 4.04
18.85 75.4 5655 1.57 5.61
18.85 94.25 6069 1.69 7.29
18.85 113.1 6591 1.83 9.12
!rcolate Rate, Liter /hour - 11.115
UNIVERSITI TEKNOLOGI PETRONAS [CIVIL ENGINEERING PROGRAMME I !FINAL YEAR PROJECT 2
Topic: Developing of Percolating Sand Trap IJ,\iiVIR\ITI Supervised by: AP. Dr. Nasiman & Dr. Malay TIKNOLOGI
f'iThcJ,~i\S Prepared by: Leong Ban San
!:RMEABILITY TEST
>cation : Seri Iskandar Job Ref: Field/percolation/1
)il Description : Loamy sand
'ater Level : Above Percolating Opening
!St Method: Percolation Test Date: Oct 2007
!rcolate Opening Diameter 5 inch
Cumulative Time Cumulative Time Volume (liter)
Volume (liter) (hr) Remark
5 hr
1.45 21.75 6509 1.81 1.81
1.45 23.2 6498 1.81 3.61
1.45 24.65 6513 1.81 5.42
1.45 26.1 6502 1.81 7.23
1.45 27.55 6505 1.81 '9.04
1.45 29 6515 1.81 10.85
'rcolate Rate, Liter/hour = 0.802
u .... ~"u"oTEKNOLOGIPETRONAS
CIVIL ENGINEERING PROGRAMME FINAL YEAR PROJECT 2
Topic: Developing of Percolating Sand Trap UN!VFRSITI Supervisee! by: AP. Dr. Nasiman & Dr. Malay
~ITkNOLOCi
P Cr r\cl·'iAs
Prepared by: Leong Ban San :ORMEABILITY TESTJcation: Seri Iskandar I Job Ref: lab/percolation/2
Jil Description : Loamy sand
'ater Level : Middle Percolating Opening
>St Method: Percolation Test Date: Oct 2007
>rca late Opening Diameter 5 inch
Cumulative Volume Time Volume (liter)
(liter) Cumulative Time (hr) Remark
s hr
1.45 1.,45 5303 1.47 1.47
1.45 2.9 5295 1.47 2.94
1.45 4.35 5298 1.47 4.42
1.45 5.8 5300 1.47 5.89
1.45 7.25 5310 1.48 7.36
1.45 8.7 5323 1.48 8.84
>rcolate Rate, Liter /hour = 0.983
